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rs151_06510 15 FD. 4 -NIT "'I TIES TO NAIL & RIV. CO. SURV. TAG, FLUSH, PER P.M. 244/28-33., ACC. AS NW COR. SEC. 14 IN89.08'24 T 2660.29'1 11 (N89019'32 "E 2660.37) A N89#19'32"E 2660.37' 14 S81 -31.4c? '00 25q, .0 PT. 1 11 IN THE CITY OF DESERT HOT SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY OF PARCEL "8" OF LOT LINE ADJUSTMENT NO. 02-17, RECORDED SEPTEMBER 15, 2017, AS DOCUMENT NO. 2017-0384012, OF OFFICIAL RECORDS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, IN THE NORTHEAST QUARTER (NE1/4) OF SECTION 14, T.3S., R.4E. S.B.M., CITY OF DESERT HOT SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA COACHELLA VALLEY ENGINEERS NOVEMBER, 2018 FD. 1 oil I.P. WIPLASTIC PLUG DATE OF FID SURVEY.' AUGUST 24, 2017 F0. 314" I.P. WIPLASTIC PLUG STAMPED L.S. 4897, DN. 0.5',F0. 2" I.P. WITAG STAMPED L.S. 7070.. DN. 0.6" .......... PER P.M. 244128-33, ACC.STAMPED L.S. 1855, DN. PER R.S. 14613, ACC. AS NE AS N1/4 COR. SEC. 14 <N89"09'52"E 2660.36)> 0.5'.9 PER R.S. 17137-38, COR. SEC. 14 1 8TH A IN89*08'24"E 2660.30)1 ACC. AS NW COR. LOT 49 12 [N89 -09'00"E 2660.46] N89* 19'32 "E 2660.08 1340.27" 1319.81 ' ------- dL �u w w -^14 13 [1320.00' [1340.461] SECTION LINE C) Q� n <1320.02'> 14 < 1340.34'> 6.4 CS cr) N82*56'3b r_ 66 * FD. 2" I.P. WITAG t LO (.0 LOT 50 -------- 2777.12 b �0 p STAMPED L.S. 1855, UP C) C, C, v <S89"09'*52'w> -------- Z Lz ZI_ (589'09'00"W] 0.2' PER R.S. 17137-38, S89'20'14"W ACC. AS SE COR. LOT 50 FD. 1" I.P. WIPLASTIC 330.28' -7 LOT 43 PLUG -)fAMf-LU L.S. IUIU., X330.00 j FLUSH, PER R.S. 14613s, <330.30'> J* ACC. AS SW COR. LOT 50 2\ Q) Q) 0) Z -q- Lr) Lo N=2,314p 671.535 0 LmLmAw 02-17 DOC. NO. 20174384012 Q) Q) Q) Q0 REC. 9/15/2017 0 rr Q) "0 39'- RIW z 00 00 rn 990-19. p Lij L 67 67 I U-) U-) Q) U) S79-16 wLAJ 0 RIW PT. 1 2 LO 6 6 0 '60 NW 1/4 SEC. 14 INS, __j z U) 0 (G P600 wo ton Ca Ca Lu 14, (N89 -15-'09"E 2656-96) > 2656.96' Q) Q) Q) LOT 31 < tri qivi 'I 11I III uz zLuQ L : l:w I i rw - NNNI al ft)CC VA -7ASB O - 5 - V� �), ) C ) 0QV(9z oONN Q o440 (z) Z -q- Lr) Lo N=2,314p 671.535 0 LmLmAw 02-17 DOC. NO. 20174384012 Q) Q) Q) Q0 REC. 9/15/2017 0 rr Q) "0 39'- RIW z 00 00 rn 990-19. p Lij 00 co I U-) U-) Q) U) S79-16 0 C) PT. 1 2 LO 0 '60 .30141 U) 0 (G P600 jN89"O4'3O"E 2656.90"1 14, (N89 -15-'09"E 2656-96) N89*15P09"E 2656.96' �0 L� (.0 F0. 2" I.P., NO TAG, DN. v •PY - 0.4'p PER R.S. 17137-38, ACC. AS SW COR. LOT 38 LOT 1 NE 1/4 SEC. 14 NORTH LINE OF THE SOUTH 1 20 ACRES OF LOT 1 RS 17/37-38 Boom JN88*41 `15 "E 1649.16'1 N88*5 1'25 "'E 1649.35 LOT 38 LOT 37 N N N ft Ca PARCEL uBu N=2,314p 671.535 0 LmLmAw 02-17 DOC. NO. 20174384012 z REC. 9/15/2017 Ca N rr Q) "0 0 19 9 0.02 tj [990.03'j 14 00 00 rn 990-19. p Lij 00 co I U-) U-) Q) S79-16 0 116'd GI?ID C) PT. 1 LO E=6,474,635.303 '60 .30141 (G P600 N=2,258,684.581 E=6,573,244.200 0 Q) Q) Q) LOT 31 30' SEWER EASEMENT PER DOC. -2018-022321 1, REC. 61112018 11643.81)1 1643.83 1643.95 FD. 2" I.P. WIILLEGIBLE TAG, DN. 1.0', PER R. S. 17137-38p ACC. AS SW .114 SECTION LINE COR. LOT 26 S89° 15'07"W 2634.13 z 1 0 PARCEL uBu N=2,314p 671.535 0 LmLmAw 02-17 DOC. NO. 20174384012 z REC. 9/15/2017 LOT 26 30' SEWER EASEMENT PER DOC. -2018-022321 1, REC. 61112018 11643.81)1 1643.83 1643.95 FD. 2" I.P. WIILLEGIBLE TAG, DN. 1.0', PER R. S. 17137-38p ACC. AS SW .114 SECTION LINE COR. LOT 26 S89° 15'07"W 2634.13 z 1 0 0 N=2,314p 671.535 0 Lu `� z 0 LOT 26 rr 0 19 9 0.02 tj [990.03'j 14 00 00 rn 990-19. p Lij I [S89"04"30 -"W 2633.86] 15A1 9TH V E N U E IS89-04'30)'W 2633.83)1 FD. 1" I.P. WIPLASTIC PLUG FD. 314" I.P. WIPLASTIC PLUG FD. 1" I.P. WIPLASTIC PLUG STAMPED L.S. 5128, DN. 0.31 I - STAMPED L.S. 4897, DN. 0.6) STAMPED L.S. 4897, DN. 1.Op NO REFERENCE, ACC. AS Lu I LOT 25 E 114 COR. SEC. 14 PER P.M. 244128-33, ACC. PER P.M. 244128-33, ACC. AS W 114 COR. SEC. 14 AS C 114 COR. SEC. 14 0 n _j © N o0 < GRAPHIC SCALE 200 0 100 200 400 600 LOT 20 LO LMLO opoQ0 �0 (.0co cfl N N CN CN N IN FEET SE 1 /4 SEC. 14 N " N LOT 14 1 inch = 200 ft. -Lij -Lu 10 00 L0 (�o 0G. O. 2p1 I A 4129A 0) 0) (3) 0 P�Ec. -u FD. 2" /.P. WITAG STAMPED LOT 13 b tA L.S. 1855, DN. 0.5".. PER Lo ��cv0 0 11 000 11 12 C) C) © C, z 1 18TH AVENUE zzz R.S. 17137-J8. ACC. AS SW COR. LOT 14 C) �, 15 14 14 13 C) 0) C) N, r" SITE Q o o FD. 2" 1. P. WITAG STAMPED L.S. 1855, DN. 19TH AVENUE PC 1.0"s PER R.S. 17137-38., i2s- LAJ F0. 1" J.P. WIPLASTiC PLUG ACC. AS SW COR. LOT 2 Q J I STAMPED L.S. 4989, FLUSH, 1990.1401 NO REFERENCE, ACC. AS LOT 2 14' 13 S 114 COR. SEC. 14 11662-04'1 SECTION 10''Illif [990.16p] [1661.97] C 1011''Il 990.07" 15 14 14 13 14 1662.03 1 — — 20TH AVENUE I — — 588"51'25"W 2652.11* 23 24 22 23 23124 -1 [S88.41 ' 15 "W 2652.13] 23 IS88*41"15"W 2652.18"1 F0. 1" I.P. WIPLASTIC PLUG I DSSC VICINITY MAP 12 0 T H A V E IN U E STAMPED RIV. CO. TRANS., N=2,210 771.485 SEC. 14, T.3S., RAE. S.B.M. I DN. 0.4 OP NO REFERENCE, E=6,421,179.081 N.T.S. ACC. AS SE COR. SEC. 14 C2019-600 1 735 no II vi I 2 jr HEET I OF I SHEET -1 t\l RECORDER'S STATEMENT 4 7 FILED THIS 'I.1DAYOFdhiftud" 2019 AT !1(.* 00 ft M. IN BOOK__L5_L_ OF RE ORDS OF SURVEY, AT PAGEtfi-"r — ,AT THE REQUEST OF THE COUNTY SURVEYOR. NO. J q- ori � ��s FEE: i1 Q. LdX> PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY. kill It,& D UTY 04 SURVEYOR'S THIS MAP CORREC TL Y REPRESENTS A S UR VEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST OF MORELAND CALIFORNIA PROPERTIES, LLC, IN AUGUST, 2017. VANS DATED: t.� 3 �j%� i j 5�� N— vo o: IN N L.S. 6532 N IN MARK A. TURNER N L. S. 6532 EXP. DATE 06!30/19 Exp. 6/30/19 COUNTY SURVEYOR'S STATEMENT 1 rli%'> MAV MAO 0==iV =AAlVlllV=L) IN AUUVrVUAlVU= VVI I r"l O=U I IVIV 8766 0 L6 PROFESSIONA�b I es. URVEYORS'ACT 0, THIS DAY OF 2018. L� m .4 DAVID L. MCMILLAN, COUNTY SURVEYOR No. 8488 P.L.S. 8488 Exp. DATE 12131118 Exp. 12-31-18 �c' SURVEYOR'S NOTES CA��F 0 INDICATES FOUND MONUMENT, AS NOTED 0 INDICATES SET 1" I.P. WITH PLASTIC PLUG (WIPP) STAMPED L.S. 6532, FLUSH, UNLESS OTHERWISE NOTED INDICATES RECORD DATA PER PARCEL MAP NO. 37158, P.M. 244128-33, O.R. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 17137-38, O. R. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA INDICATES RECORD DATA PER L 0 T LINE ADJUSTMENT NO. 02-17, RECORDED 9/15/2017 AS DOC. NO, 2017-0384012, O. R. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA < > INDICATES RECORD DATA PER RECORD OF SURVEY, R.S. 14613, O.R. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA O.R. OFFICIAL RECORDS OF RIVERSIDE COUNTY RIW RIGHT OF WAY N.A.P. NOTA PART STATEMENT OF PURPOSE THE PURPOSE OF THIS RECORD OF SURVEY IS TO MONUMENT THE BOUNDARY OF PARCEL 'B" OF L 0 T LINE ADJUSTMENT NO. 02-17, RECORDED SEPTEMBER 15, 2017, AS DOC. NO. 2017-03840I2, O.R., IN THE NORTHEAST QUARTER (NE114) OF SECTION 147 T13S., R.4E. S.B.M., AND TO COMPLY WITH SECTION 8762 (b) OF THE PROFESSIONAL LAND SURVEYORS' ACT. ,BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS MAP IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAD 83 (EPOCH 2010.0), BASED LOCALLY ON CONTINUOUS OPERATING REFERENCE STATIONS (CORS) DSSC, P600 AND P585, AS SHOWN HEREON. BEARINGS AND DISTANCES SHOWN ARE GROUND UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES BY 0.999971964. THE CONVERGENCE ANGLE OF GRID NORTH IS -0009'27"ATPT 1. P585 SECTION 14, T.3S., RAE RIV. CO. 18 -103 N=2,314p 671.535 E=6,472,048.408 1 01> 00 00 rn S79-16 0 116'd GI?ID d5 PT. 1 N=2,277,361.235 E=6,474,635.303 '60 .30141 (G P600 N=2,258,684.581 E=6,573,244.200 SECTION 14, T.3S., RAE RIV. CO. 18 -103